Plano Sewer DWG Full Project for AutoCAD

Plano Sewer DWG Full Project for AutoCAD

Up on a storm sewer project community Gudalupe in the state of Hidalgo by the method of tax areas with removal system by gravity.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Symbology, Template quota number, Flight number, diameter, Half reed, Cbeza de atarjea, Flow direction, principal line, Symbology, Template quota number, Flight number, diameter, Half reed, Cbeza de atarjea, Flow direction, principal line, profile, Horizontal scale, Vertical scale, Tulancingo gentleman., location., National Polytechnic Institute, Engineering school, key, Project: storm drainage system., Notes:, Measurements are given by meter, Slopes in thousandths, Diameters are given in centimeters, Sewage system in the hidalgo community., Topographic profile of the interceptor., Terrain quota, Partial length., Cumulative length., Template quotas. Cpinal final, Tulancingo gentleman., location., National Polytechnic Institute, Engineering school, key, Project: storm drainage system., Notes:, Measurements are given by meter, Slopes in thousandths, Diameters are given in centimeters, Sewage system in the hidalgo community., profile, Horizontal scale, Vertical scale, Of the project., total area., Length of the interceptor., Qmax., Lps, Qmin., Vel. Max., Vel. Min, Of the pouring site, Processing facilities, Of elimination, Of the project., total area., Length of the interceptor., Qmax., Lps, Qmin., Vel. Max., Vel. Min, Of the pouring site, Processing facilities, Of elimination

Raw text data extracted from CAD file:

. Simbología Numero de pozo, cota del terreno, cotas de plantilla Numero de tramo Longitud, pendiente, diametro Media caña Cbeza de atarjea Direccion del flujo linea principal Simbología Numero de pozo, cota del terreno, cotas de plantilla Numero de tramo Longitud, pendiente, diametro Media caña Cbeza de atarjea Direccion del flujo linea principal 2190 2195 2200 2205 2210 2215 2220 2185 2180 2175 2170 2165 2185 2190 2195 2200 2205 2205 2210 2210 2170 2175 2180 2220 2215 2210 2205 2200 2195 2180 2185 2215 2210 2200 2195 2195 2190 0.11 0.10 0.09 0.09 0.09 0.10 0.09 0.09 0.12 0.12 0.10 0.07 0.07 0.22 0.24 0.27 0.18 0.05 0.09 0.09 0.10 0.09 0.09 0.10 0.09 0.09 0.09 0.22 0.13 0.34 0.19 0.31 0.19 0.40 0.83 0.88 0.90 0.92 0.94 0.97 1.02 0.95 0.88 0.76 0.57 0.24 0.20 0.19 0.20 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.63 0.63 0.62 0.62 0.64 0.19 0.69 1.18 1.20 1.19 1.24 1.05 0.31 0.19 0.19 0.19 0.18 0.19 1.18 0.50 0.31 0.29 0.19 0.19 0.19 0.73 0.50 0.50 0.56 0.33 0.33 0.58 0.19 0.19 0.37 0.18 0.18 0.46 0.47 0.48 0.52 0.50 0.50 0.51 0.50 0.46 0.25 0.19 0.19 0.19 0.19 0.19 0.22 0.21 0.74 0.84 1.00 1.03 0.84 1.01 0.99 0.93 0.19 62.6m 62.6m 19.1m 162.4m 70.5m 135.8m 131.5m 111.1m 110.4m 111.1m 111.7m 112.6m 193.4m 191.7m 191.6m 0.6m 191.9m 192.9m 62.8m 114.5m 104.1m 103.5m 102.5m 60.1m 32.0m 62.3m 64.3m 59.8m 61.4m 70.4m 69.7m 70.8m 66.3m 105.1m 63.7m 71.3m 69.4m 71.0m 92.7m 124.0m 154.5m 167.7m 111.2m 111.5m 131.4m 132.4m 133.0m 171.7m 176.7m 180.4m 184.7m 189.3m 194.6m 190.6m 175.5m 157.6m 124.6m 66.7m 222.9m 131.9m 112.0m 132.4m 224.6m 224.1m 225.3m 224.8m 227.3m 231.9m 118.1m 166.1m 133.2m 110.5m 59.5m 60.9m 62.2m 62.1m 64.7m 61.6m 174.2m 60.9m 61.7m 72.4m 203.4m 203.4m 78.3m 61.3m 62.7m 62.7m 60.1m 61.7m 90.8m 64.2m 61.9m 61.7m 61.9m 61.1m 61.3m 62.3m 61.0m 62.9m 61.3m 61.5m 61.7m 61.7m 61.8m 62.3m 61.5m 62.6m 62.4m 63.4m 67.5m 94.7m 86.0m 69.6m 64.9m 63.7m 61.4m 61.9m 63.7m 60.4m 61.5m 61.3m 63.4m 61.3m 2,201 2,196 2,191 2,186 2,181 2,176 2,171 2,166 2,161 PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 200 2200 2200 2175.1 2174.3 2174.4 2175.0 2176.7 2177.9 2178.8 2179.8 2181.3 2183.9 2184.0 2184.1 2184.3 2195.1 2192.4 2200.1 2186.9 61-13-45 63-2-183 61-10-152 61-28-152 60-20-122 64-14-122 62-16-107 61-24-107 64-17-107 65-17-107 70-9-107 86-7-107 118-42-61 95-27-91 102-13-91 116-24-91 17 16 15 14 13 12 11 10 9 8 7 6 5 2 3 1 4 1 16 15 14 13 12 11 10 9 8 7 6 5 3 2 4 2173.3 2172.50 2198.14 2193.18 2192.84 2190.19 2190.14 2184.57 2184.64 2182.08 2182.28 2181.67 2181.68 2181.05 2181.08 2179.98 2179.98 2178.89 2178.88 2177.40 2177.38 2176.40 2176.23 2175.34 2175.33 2174.12 2173.83 2172.11 2172.13 2171.52 2171.22 2171.09 2172.50 2171.09 2173.8 18 2171.22 2170.62 125-4-1833 N Guadalupe, Tulancingo. Hidalgo. Localización. Gr Instituto Politécnico Nacional Escuela Superior de Ingeniería y Arquitectura Clave Proyecto: Sistema de alcantarillado pluvial. 2195.1 1.-2193.48 2.-2193.48 79 61-30-20 NOTAS: -Las acotaciones están dadas en metro -Las pendientes en milésimas -Los diametros están dados en centimetros Sistema de alcantarillado en la comunidad de Guadalupe, Tulancingo, Hidalgo. Perfil topográfico del interceptor. Cota de terreno 2175.1 2174.3 2174.4 2175.0 2176.7 2177.9 2178.8 2179.8 2181.3 2183.9 2184.0 2184.1 2184.3 2195.1 2192.4 2200.1 Longitud parcial. Longitud acumulada. Cotas de plantilla. Cpinicial / Cpfinal 2173.3 2172.50 2198.14 2193.18 2192.84 2190.19 2190.14 2184.57 2184.64 2182.08 2182.28 2181.67 2181.68 2181.05 2181.08 2179.98 2179.98 2178.89 2178.88 2177.40 2177.38 2176.40 2176.23 2175.34 2175.33 2174.12 2173.83 2172.11 2172.13 2171.52 2171.22 2171.09 2172.50 2171.09 2190 2195 2200 2205 2210 2215 2220 2185 2180 2175 2170 2165 2185 2190 2195 2200 2205 2205 2210 2210 2170 2175 2180 2220 2215 2210 2205 2200 2195 2180 2185 2215 2210 2200 2195 2195 2190 0.11 0.10 0.09 0.09 0.09 0.10 0.09 0.09 0.12 0.12 0.10 0.07 0.07 0.22 0.24 0.27 0.18 0.05 0.09 0.09 0.10 0.09 0.09 0.10 0.09 0.09 0.09 0.22 0.13 0.34 0.19 0.31 0.19 0.40 0.83 0.88 0.90 0.92 0.94 0.97 1.02 0.95 0.88 0.76 0.57 0.24 0.20 0.19 0.20 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.63 0.63 0.62 0.62 0.64 0.19 0.69 1.18 1.20 1.19 1.24 1.05 0.31 0.19 0.19 0.19 0.18 0.19 1.18 0.50 0.31 0.29 0.19 0.19 0.19 0.73 0.50 0.50 0.56 0.33 0.33 0.58 0.19 0.19 0.37 0.18 0.18 0.46 0.47 0.48 0.52 0.50 0.50 0.51 0.50 0.46 0.25 0.19 0.19 0.19 0.19 0.19 0.22 0.21 0.74 0.84 1.00 1.03 0.84 1.01 0.99 0.93 0.19 62.6m 62.6m 19.1m 162.4m 70.5m 135.8m 131.5m 111.1m 110.4m 111.1m 111.7m 112.6m 193.4m 191.7m 191.6m 0.6m 191.9m 192.9m 62.8m 114.5m 104.1m 103.5m 102.5m 60.1m 32.0m 62.3m 64.3m 59.8m 61.4m 70.4m 69.7m 70.8m 66.3m 105.1m 63.7m 71.3m 69.4m 71.0m 92.7m 124.0m 154.5m 167.7m 111.2m 111.5m 131.4m 132.4m 133.0m 171.7m 176.7m 180.4m 184.7m 189.3m 194.6m 190.6m 175.5m 157.6m 124.6m 66.7m 222.9m 131.9m 112.0m 132.4m 224.6m 224.1m 225.3m 224.8m 227.3m 231.9m 118.1m 166.1m 133.2m 110.5m 59.5m 60.9m 62.2m 62.1m 64.7m 61.6m 174.2m 60.9m 61.7m 72.4m 203.4m 203.4m 78.3m 61.3m 62.7m 62.7m 60.1m 61.7m 90.8m 64.2m 61.9m 61.7m 61.9m 61.1m 61.3m 62.3m 61.0m 62.9m 61.3m 61.5m 61.7m 61.7m 61.8m 62.3m 61.5m 62.6m 62.4m 63.4m 67.5m 94.7m 86.0m 69.6m 64.9m 63.7m 61.4m 61.9m 63.7m 60.4m 61.5m 61.3m 63.4m 61.3m 2200 2200 2175.1 2174.3 2174.4 2175.0 2176.7 2177.9 2178.8 2179.8 2181.3 2183.9 2184.0 2184.1 2184.3 2195.1 2192.4 2200.1 2186.9 61-13-45 63-2-183 61-10-152 61-28-152 60-20-122 64-14-122 62-16-107 61-24-107 64-17-107 65-17-107 70-9-107 86-7-107 118-42-61 95-27-91 102-13-91 116-24-91 17 16 15 14 13 12 11 10 9 8 7 6 5 2 3 1 4 1 16 15 14 13 12 11 10 9 8 7 6 5 3 2 4 2173.3 2172.50 2198.14 2193.18 2192.84 2190.19 2190.14 2184.57 2184.64 2182.08 2182.28 2181.67 2181.68 2181.05 2181.08 2179.98 2179.98 2178.89 2178.88 2177.40 2177.38 2176.40 2176.23 2175.34 2175.33 2174.12 2173.83 2172.11 2172.13 2171.52 2171.22 2171.09 2172.50 2171.09 2173.8 18 2171.22 2170.62 125-4-1833 N Guadalupe, Tulancingo. Hidalgo. Localización. Gr Instituto Politécnico Nacional Escuela Superior de Ingeniería y Arquitectura Clave Proyecto: Sistema de alcantarillado pluvial. 2195.1 1.-2193.48 2.-2193.48 79 61-30-20 NOTAS: -Las acotaciones están dadas en metro -Las pendientes en milésimas -Los diametros están dados en centimetros Sistema de alcantarillado en la comunidad de Guadalupe, Tulancingo, Hidalgo. PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 200 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 6 \fArial|b0|i0|c0;DATOS DE PROYECTO. Área total. 49.56 Longitud del interceptor. 1489.4 Qmax. 6570.3 lps Qmin. 275.41 Vel. max. 4.99 Vel. min 2.62 \fArial|b0|i0|c0;Naturaleza del sitio de vertido \fArial|b0|i0|c0;A planta de tratamiento \fArial|b0|i0|c0;Sistema de eliminación \fArial|b0|i0|c0;Gravedad \fArial|b0|i0|c0;DATOS DE PROYECTO. Área total. 49.56 Longitud del interceptor. 1489.4 Qmax. 6570.3 lps Qmin. 275.41 Vel. max. 4.99 Vel. min 2.62 \fArial|b0|i0|c0;Naturaleza del sitio de vertido \fArial|b0|i0|c0;A planta de tratamiento \fArial|b0|i0|c0;Sistema de eliminación \fArial|b0|i0|c0;Gravedad

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Symbology, Template quota number, Flight number, diameter, Half reed, Cbeza de atarjea, Direction of flow, principal line, Symbology, Template quota number, Flight number, diameter, Half reed, Cbeza de atarjea, Direction of flow, principal line, profile, Horizontal scale, Vertical scale, Tulancingo gentleman., location., National Polytechnic Institute, Engineering school, key, Project: storm drainage system., Notes:, Measurements are given by meter, Earrings in thousandths, Diameters are given in centimeters, Sewage system in the hidalgo community., Topographic profile of the interceptor., Terrain quota, Partial length., Accumulated length., Template quotas. Cpinal final, Tulancingo gentleman., location., National Polytechnic Institute, Engineering school, key, Project: storm drainage system., Notes:, Measurements are given by meter, Earrings in thousandths, Diameters are given in centimeters, Sewage system in the hidalgo community., profile, Horizontal scale, Vertical scale, Of the project., total area., Length of the interceptor., Qmax., Lps, Qmin., Vel. Max., Vel. Min, Of the pouring site, Processing facilities, Of elimination, Of the project., total area., Length of the interceptor., Qmax., Lps, Qmin., Vel. Max., Vel. Min, Of the pouring site, Processing facilities, Of elimination

Raw text data extracted from CAD file:

. Simbología Numero de pozo, cota del terreno, cotas de plantilla Numero de tramo Longitud, pendiente, diametro Media caña Cbeza de atarjea Direccion del flujo linea principal Simbología Numero de pozo, cota del terreno, cotas de plantilla Numero de tramo Longitud, pendiente, diametro Media caña Cbeza de atarjea Direccion del flujo linea principal 2190 2195 2200 2205 2210 2215 2220 2185 2180 2175 2170 2165 2185 2190 2195 2200 2205 2205 2210 2210 2170 2175 2180 2220 2215 2210 2205 2200 2195 2180 2185 2215 2210 2200 2195 2195 2190 0.11 0.10 0.09 0.09 0.09 0.10 0.09 0.09 0.12 0.12 0.10 0.07 0.07 0.22 0.24 0.27 0.18 0.05 0.09 0.09 0.10 0.09 0.09 0.10 0.09 0.09 0.09 0.22 0.13 0.34 0.19 0.31 0.19 0.40 0.83 0.88 0.90 0.92 0.94 0.97 1.02 0.95 0.88 0.76 0.57 0.24 0.20 0.19 0.20 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.63 0.63 0.62 0.62 0.64 0.19 0.69 1.18 1.20 1.19 1.24 1.05 0.31 0.19 0.19 0.19 0.18 0.19 1.18 0.50 0.31 0.29 0.19 0.19 0.19 0.73 0.50 0.50 0.56 0.33 0.33 0.58 0.19 0.19 0.37 0.18 0.18 0.46 0.47 0.48 0.52 0.50 0.50 0.51 0.50 0.46 0.25 0.19 0.19 0.19 0.19 0.19 0.22 0.21 0.74 0.84 1.00 1.03 0.84 1.01 0.99 0.93 0.19 62.6m 62.6m 19.1m 162.4m 70.5m 135.8m 131.5m 111.1m 110.4m 111.1m 111.7m 112.6m 193.4m 191.7m 191.6m 0.6m 191.9m 192.9m 62.8m 114.5m 104.1m 103.5m 102.5m 60.1m 32.0m 62.3m 64.3m 59.8m 61.4m 70.4m 69.7m 70.8m 66.3m 105.1m 63.7m 71.3m 69.4m 71.0m 92.7m 124.0m 154.5m 167.7m 111.2m 111.5m 131.4m 132.4m 133.0m 171.7m 176.7m 180.4m 184.7m 189.3m 194.6m 190.6m 175.5m 157.6m 124.6m 66.7m 222.9m 131.9m 112.0m 132.4m 224.6m 224.1m 225.3m 224.8m 227.3m 231.9m 118.1m 166.1m 133.2m 110.5m 59.5m 60.9m 62.2m 62.1m 64.7m 61.6m 174.2m 60.9m 61.7m 72.4m 203.4m 203.4m 78.3m 61.3m 62.7m 62.7m 60.1m 61.7m 90.8m 64.2m 61.9m 61.7m 61.9m 61.1m 61.3m 62.3m 61.0m 62.9m 61.3m 61.5m 61.7m 61.7m 61.8m 62.3m 61.5m 62.6m 62.4m 63.4m 67.5m 94.7m 86.0m 69.6m 64.9m 63.7m 61.4m 61.9m 63.7m 60.4m 61.5m 61.3m 63.4m 61.3m 2,201 2,196 2,191 2,186 2,181 2,176 2,171 2,166 2,161 PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 200 2200 2200 2175.1 2174.3 2174.4 2175.0 2176.7 2177.9 2178.8 2179.8 2181.3 2183.9 2184.0 2184.1 2184.3 2195.1 2192.4 2200.1 2186.9 61-13-45 63-2-183 61-10-152 61-28-152 60-20-122 64-14-122 62-16-107 61-24-107 64-17-107 65-17-107 70-9-107 86-7-107 118-42-61 95-27-91 102-13-91 116-24-91 17 16 15 14 13 12 11 10 9 8 7 6 5 2 3 1 4 1 16 15 14 13 12 11 10 9 8 7 6 5 3 2 4 2173.3 2172.50 2198.14 2193.18 2192.84 2190.19 2190.14 2184.57 2184.64 2182.08 2182.28 2181.67 2181.68 2181.05 2181.08 2179.98 2179.98 2178.89 2178.88 2177.40 2177.38 2176.40 2176.23 2175.34 2175.33 2174.12 2173.83 2172.11 2172.13 2171.52 2171.22 2171.09 2172.50 2171.09 2173.8 18 2171.22 2170.62 125-4-1833 N Guadalupe, Tulancingo. Hidalgo. Localización. Gr Instituto Politécnico Nacional Escuela Superior de Ingeniería y Arquitectura Clave Proyecto: Sistema de alcantarillado pluvial. 2195.1 1.-2193.48 2.-2193.48 79 61-30-20 NOTAS: -Las acotaciones están dadas en metro -Las pendientes en milésimas -Los diametros están dados en centimetros Sistema de alcantarillado en la comunidad de Guadalupe, Tulancingo, Hidalgo. Perfil topográfico del interceptor. Cota de terreno 2175.1 2174.3 2174.4 2175.0 2176.7 2177.9 2178.8 2179.8 2181.3 2183.9 2184.0 2184.1 2184.3 2195.1 2192.4 2200.1 Longitud parcial. Longitud acumulada. Cotas de plantilla. Cpinicial / Cpfinal 2173.3 2172.50 2198.14 2193.18 2192.84 2190.19 2190.14 2184.57 2184.64 2182.08 2182.28 2181.67 2181.68 2181.05 2181.08 2179.98 2179.98 2178.89 2178.88 2177.40 2177.38 2176.40 2176.23 2175.34 2175.33 2174.12 2173.83 2172.11 2172.13 2171.52 2171.22 2171.09 2172.50 2171.09 2190 2195 2200 2205 2210 2215 2220 2185 2180 2175 2170 2165 2185 2190 2195 2200 2205 2205 2210 2210 2170 2175 2180 2220 2215 2210 2205 2200 2195 2180 2185 2215 2210 2200 2195 2195 2190 0.11 0.10 0.09 0.09 0.09 0.10 0.09 0.09 0.12 0.12 0.10 0.07 0.07 0.22 0.24 0.27 0.18 0.05 0.09 0.09 0.10 0.09 0.09 0.10 0.09 0.09 0.09 0.22 0.13 0.34 0.19 0.31 0.19 0.40 0.83 0.88 0.90 0.92 0.94 0.97 1.02 0.95 0.88 0.76 0.57 0.24 0.20 0.19 0.20 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.63 0.63 0.62 0.62 0.64 0.19 0.69 1.18 1.20 1.19 1.24 1.05 0.31 0.19 0.19 0.19 0.18 0.19 1.18 0.50 0.31 0.29 0.19 0.19 0.19 0.73 0.50 0.50 0.56 0.33 0.33 0.58 0.19 0.19 0.37 0.18 0.18 0.46 0.47 0.48 0.52 0.50 0.50 0.51 0.50 0.46 0.25 0.19 0.19 0.19 0.19 0.19 0.22 0.21 0.74 0.84 1.00 1.03 0.84 1.01 0.99 0.93 0.19 62.6m 62.6m 19.1m 162.4m 70.5m 135.8m 131.5m 111.1m 110.4m 111.1m 111.7m 112.6m 193.4m 191.7m 191.6m 0.6m 191.9m 192.9m 62.8m 114.5m 104.1m 103.5m 102.5m 60.1m 32.0m 62.3m 64.3m 59.8m 61.4m 70.4m 69.7m 70.8m 66.3m 105.1m 63.7m 71.3m 69.4m 71.0m 92.7m 124.0m 154.5m 167.7m 111.2m 111.5m 131.4m 132.4m 133.0m 171.7m 176.7m 180.4m 184.7m 189.3m 194.6m 190.6m 175.5m 157.6m 124.6m 66.7m 222.9m 131.9m 112.0m 132.4m 224.6m 224.1m 225.3m 224.8m 227.3m 231.9m 118.1m 166.1m 133.2m 110.5m 59.5m 60.9m 62.2m 62.1m 64.7m 61.6m 174.2m 60.9m 61.7m 72.4m 203.4m 203.4m 78.3m 61.3m 62.7m 62.7m 60.1m 61.7m 90.8m 64.2m 61.9m 61.7m 61.9m 61.1m 61.3m 62.3m 61.0m 62.9m 61.3m 61.5m 61.7m 61.7m 61.8m 62.3m 61.5m 62.6m 62.4m 63.4m 67.5m 94.7m 86.0m 69.6m 64.9m 63.7m 61.4m 61.9m 63.7m 60.4m 61.5m 61.3m 63.4m 61.3m 2200 2200 2175.1 2174.3 2174.4 2175.0 2176.7 2177.9 2178.8 2179.8 2181.3 2183.9 2184.0 2184.1 2184.3 2195.1 2192.4 2200.1 2186.9 61-13-45 63-2-183 61-10-152 61-28-152 60-20-122 64-14-122 62-16-107 61-24-107 64-17-107 65-17-107 70-9-107 86-7-107 118-42-61 95-27-91 102-13-91 116-24-91 17 16 15 14 13 12 11 10 9 8 7 6 5 2 3 1 4 1 16 15 14 13 12 11 10 9 8 7 6 5 3 2 4 2173.3 2172.50 2198.14 2193.18 2192.84 2190.19 2190.14 2184.57 2184.64 2182.08 2182.28 2181.67 2181.68 2181.05 2181.08 2179.98 2179.98 2178.89 2178.88 2177.40 2177.38 2176.40 2176.23 2175.34 2175.33 2174.12 2173.83 2172.11 2172.13 2171.52 2171.22 2171.09 2172.50 2171.09 2173.8 18 2171.22 2170.62 125-4-1833 N Guadalupe, Tulancingo. Hidalgo. Localización. Gr Instituto Politécnico Nacional Escuela Superior de Ingeniería y Arquitectura Clave Proyecto: Sistema de alcantarillado pluvial. 2195.1 1.-2193.48 2.-2193.48 79 61-30-20 NOTAS: -Las acotaciones están dadas en metro -Las pendientes en milésimas -Los diametros están dados en centimetros Sistema de alcantarillado en la comunidad de Guadalupe, Tulancingo, Hidalgo. PERFIL 1 ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 200 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 6 \fArial|b0|i0|c0;DATOS DE PROYECTO. Área total. 49.56 Longitud del interceptor. 1489.4 Qmax. 6570.3 lps Qmin. 275.41 Vel. max. 4.99 Vel. min 2.62 \fArial|b0|i0|c0;Naturaleza del sitio de vertido \fArial|b0|i0|c0;A planta de tratamiento \fArial|b0|i0|c0;Sistema de eliminación \fArial|b0|i0|c0;Gravedad \fArial|b0|i0|c0;DATOS DE PROYECTO. Área total. 49.56 Longitud del interceptor. 1489.4 Qmax. 6570.3 lps Qmin. 275.41 Vel. max. 4.99 Vel. min 2.62 \fArial|b0|i0|c0;Naturaleza del sitio de vertido \fArial|b0|i0|c0;A planta de tratamiento \fArial|b0|i0|c0;Sistema de eliminación \fArial|b0|i0|c0;Gravedad

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, community, DWG, full, hidalgo, interceptor, kläranlage, method, plano, profile, Project, sewage, sewer, state, storm, treatment plant